[PDF] Top 20 The behaviour of profiled steel sheet / concrete slabs

... For composite construction comprising thin gauge steel sheeting and concrete, the shear bond strength is much lower than for conventional reinforced concrete or composite hot rolled sect[r] ... See full document

... of concrete slabs of dimension 820x820x80 mm supported by four rollers at their edges with steel and polypropylene fibres of ...the slabs. The results showed that the addition of 1% ... See full document

... The errors caused by using the s.train rate theory in the analysis of the slab during the stage of increasing membrane force instead of total strain theory wil[r] ... See full document

... IS BEAM ELEMENT ROTATION BEAM AND SPACE TRUSS P, P1 AND P2 ARE PLATE, ELEMENTS FORCE MATRICES... M=NUMBER OF PLATE ELEMENTS.[r] ... See full document

... cementitious slabs of 490x490 mm simply supported on four edges and subjected to patch load are ...The slabs had a clear span of 400x400 mm and provided with a 445x445 mm closed frame of 8 mm diameter ... See full document

... (Sakaray, Togati and Reddy, 2012) have used the above tests on moso bamboo to determine the mechanical properties of bamboo. For the tensile test they have used universal testing machine to determine the average ultimate ... See full document

... reinforced concrete structural elements has been one of the most important activities in civil ...bonded steel plates and steel jackets since in the ...reinforced concrete structures has ... See full document

... of steel left-overs (waste) are mixed to the concrete to create a material that is more ductile (Berard, ...are steel, carbon, polyethene, natural fibres and so on, but the most researched on is the ... See full document

... composite slabs cast with profiled steel sheets considering the relation between ultimate moment carrying capacity of the section and tensile force resisted by the profile deck ...continuous ... See full document

... As a preliminary to studying the effects of membrane action on the behaviour of reinforced concrete slabs, conditions required to give the minimum steel in slab were investigated... The [r] ... See full document

... The general explicit contact was used to connect the surfaces. The tangent and normal properties for contact were assigned as below. The surface smoothing was assigned the area of the bolts and surfaces around it. In The ... See full document

... Properties assigned to steel and concrete elements are detailed in above steps. After application of loads at specific locations, the ANSYS programme runs and the results such as deformations of each load ... See full document

... Fig. 13 shows the natural frequency between experimental study (with linear projection), theoretical and Jaini et al [8]. Natural frequency from theoretical is significantly higher than that obtained from experimental ... See full document

... There are two distinct types of composite diaphragm a diaphragms in which the profiled steel sheet is fastened to the supporting structure by mechanical fasteners or welds in such a way [r] ... See full document

... with steel stirrups to avoid shear failure, while no shear reinforcement was provided in the constant bending moment ...clear concrete cover to the main rebars was 25 mm in all ...deflection ... See full document

... to concrete has shown improvement in concrete flexural strength, toughness, ductility, impact resistance, fatigue strength and resistance to ...the behaviour of concrete after the initiation ... See full document

... SFHSSCC slabs were almost similar to that of SFHSTVC slabs. All slabs behaved linearly up to about 30% of loading and in the later stages of loading the behavior were ...of steel fibers. Also ... See full document

... The slabs were usually designed only to resist vertical load, however, due to the increased interest of people in the choice of residential environment, noise and vibration of slab are getting more ...makes ... See full document

... In this study, only numerical analysis has been carried out and there is no experimental work or laboratory test. The structural analysis is based on static analysis of combined gravity loads and lateral forces on ... See full document

... all slabs is identical in the first stage of ...the concrete core that is ...between steel plates and concrete core fails, connectors resist shear ...the concrete core were not ... See full document